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HomeMy WebLinkAboutBuilding PlansNOTE: Clarify with ENGINEER all abbreviations not ileted. AB. ANCHOR BOLT I.D. INSIDE DIAMETER ACT ACOUSTICAL CEILING TILE INSUL. INSULATION APP. ABOVE FINISHED FLOOR INT. INTERIOR AGGR AGGREGATE AL. ALUMINUM JAN. JANITOR ALT. ALTERNATE JNT. JOINT APPROX. APPROXIMATE JST. JOIST KIT. KITCHEN BD. BOARD BLDG. BUILDING LAB. LABORATORY BLK BLOCK LAM. LAMINATE BLK'G. BLOCKING LAV. LAVATORY 5M• BEAM LT. LIGHT BOT. BOTTOM BTUK BETWEEN MAX. MAXIMUM D.U.R. BUILT UP ROOFING MECH. MECHANICAL BUUJ. BOTH WAYS MEMB, MEMBRANE C.J. CONTROL JT. MFR. MANUFACTURER CLG. CEILING M.H. MANHOLE CLKG. CAULKING MIN. MINIMUM MISG. MISCELLANEOUS CLR CLEAR M.O. MASONRY OPENING C.M.U. CONCRETE MASONRY UNIT MTL. METAL COL. COLUMN MUL. MULLION CONC. CONCRETE CONK. CONNECTION N NORTH CONSTR CONSTRUCTION N.I.C. NOT IN CONTRACT CONT. CONTINUOUS C.T. CERAMIC TILE NO. NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE DEG. DEGREE DET./DTL. DETAIL DF. DRINKING FOUNTAIN O C. ON CENTER DIAG. DIAGONAL O.D. OUTSIDE DIAMETER DIA. 0 DIAMETER 014. OVERHEAD DN. DOLN OPG. OPENINGS DS. DOWNSPOUT OPP. OPPOSITE DWG. DR2A9,1IRIi PCT. PRE -CAST E EAST P.L. PROPERTY LINE (E) EXISTING PLAM. PLASTIC LAMINATE EA. EACH PLAS. PLASTER E.J. EXPANSION JOINT PLYWD. PLYWOOD EIFS. EXTERIOR INSULATION AND PR PAIR FINISH SYSTEM EL. ELEV. ELEVATION Q.T. QUARRY TILE ELEC. ELECTRICAL ELEV. ELEVATION R. RISER EMER EMER3ENCY RD, ROOF DRAIN ENCL. ENCLOSURE RE: REFER TO — EQ. EQUAL REM REFRIGERATOR EQUIP. EQUIPMENT REINF. REINFORCED EAU. EACH WAY REQ'D. REQUIRED E.W.C. ELECTRIC WATER COOLER RM ROOM EXP. EXPANSION R.O. ROUCsH OPENING EXT. EXTERIOR S SOUTH FA FIRE ALARM S.C. SOLID CORE F.D. FLOOR DRAIN SCHED. SCHEDULE F.D.C. FIRE DEPARTMENT CONNECTION SECT. SECTION FDN. FOUNDATION S.P. SQUARE FOOT F.E. FIRE EXTINGUISHER SHT. SHEET F.E.C. FIRE EXTINGUISHER CABINET Sim. SIMILAR FF. FINSH FLOOR SPEC. SPECIFICATION F.H.C. FIRE HOSE CABINET SQ. OR O SQUARE FIN. FINISH S.S. STAINLESS STEEL F.L. FLOW LINE STAGG. STAGGERED FLR FLOOR STD. STANDARD FLUOR. FLUORESCENT STIFF STIFFENER FND. FOUNDATION STL. STEEL F.O.B. FACE of BRICK STRUC. STRUCTURAL F.O.C. FACE OF CONCRETE SUSP. SUSPENDED F.S. FULL SIRE FT. FOOT OR FEET TR TREAD FTG. FOOTING T 4 B TOP AND BOTTOM FURR FURRING TER TERRAZZO T 4 G TONGUE 4 GROOVE GA. GAUGE THK THICK GALV. GALVINIZED T/ TOP OF G.C. GENERAL CONTRACTOR TYP. TYPICAL G.L. GLASS GR GRADE U.OR UNLESS OTHERWISE NOTED GYP. GYPSUM GYP. BD. GYPSUM BOARD VCT VINYL COMPOSTION TILE VIER VERIFY H.B. HOSE BIBB VERT. VERTICAL H.C. HOLLOW CORE H✓C HANDICAPPED W WEST HOWD. HARDWOOD HDWE. HARDWARE W/ WITH W.M. HOLLOW METAL WC.. WATER CLOSET HR. HOUR W. WOOD HT. HEIGHT W/o WITHOUT WVAC HEATING, VENTILATION AND AIR CONDITIONING CENTERLINE iE PLATE This document has been digitally signed by Richard Boyette, FL PE 42485 on 6/30/2020 using an SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. Digitally signed by RICHARD O BOYETTEICH D DN:cUS, o=RICK BOYETTE T CONSULTING INC, ® B Oar ET ! E O0000Bb4 A0142cmRICHARD 000016A791$$A24 BOYETTE Date: 2020.06.30 22:33:03-04'00' CEIVED AUG 2 0 2020 ST. Lucie County, Permltt(ng I SHEET I 1 C-1 COVER SHEET 2 1.1 FOUNDATION PLAN FLOOR PLAN 3 2.1 ROOF/ FRAMING PLAN 4 3.1 ELEVATIONS 5 4.1 SECTIONS AND DETAILS 6 5.1 AIR CONDITIONING PLAN AND DETAILS 7 6.1 ELECTRIC PLAN AND SCHEDULES # 1REVISION DATE CY RICK BOYETTE CONSULTING INC. COA #9707 RICHARD BOYETTE FIL PE #42485 4031 COCONUT BLVD ROYAL PALM BCH., FL 33411 561-790-5766 DATE: H cd U r �E o 0)) o p �ov O a� o Ww �C) w wo QcOv UZ Uc�V S1 IEET C OF 7 SHEETS ----- --- o -- - --- - - o------------, F-2 /D F-2 I N ® �a 7 2, 4_7I..5, 3_2 3211 I 3 nl 4.1 LL I 4 I I � � I I c0 4.1 Lp 0° 13 �2 ILL I I I , L----F�- - -- � I 41 NIIIIIIIIIIINIIIIIII 111159 I I I _I 2 2 I 1 3.1 S:I v I I � I �� ILL LL I � � I I F-3 I F-2 - - - - - - - - - - - - - - - - -1 E M ® I IN L - 4" FOUNDATION PLAN FLOOR PLAN GENERAL FOUNDATION LEGEND (NOT ALL DESIGNATIONS AND NOTES APPLY TO THIS JOB) FOUNDATION FOOTINGS F-1 12"xl2" THICKENED EDGE W/ 1-#5 CONT, F-2 IV'x 16" MONOLITHIC FOOTING W/ 2-#5 CONT. F-3 3'-0" x 3'-0 x ib° DEEP FOOTING W/ #5'e AT 6' O.G. EACH WAY CONCRETE COLUMNS C-1 8" x &. CMU W/-#5 VERT. GROUTED SOLID AT48" O.C:. (24' O,C. FOR 2 OR MORE STORIES. C-2 ®® &" x I6" CMU W/ 1-#5 VERT. EACH. CELL GROUTED SOLID C-3 12' x 12" CMU O BLOCK W/ 4-#5 VERT. GROUTED SOLID CONCRETE BEAMS 5-1 PERIMETER BOND BEAM PRECAST LINTELS - SEE CAST CRETE SCHEDULE 5-2 8"x I6" POURED GONC. BEAM W/ 4-#5e CONT, INDICATES NEW 8° CMU WALL W/ FILLED CELLS AT 46' O.C. INDICATES NEW CONCRETE LINTEL - SEE CAST GRETE SCHEDULE 8F_ G#NER,4L FOUNDATION NOTE (NOT ALL NOTES ARE SPECIFIC TO THIS JOB) I. CONTRACTOR TO VERIFY ALL INTERIOR BEARING WALL FT' IS W/ ROOF TRUSS MANUFACTURER 2. SOIL BEARING VALUES. FOUNDATION DESIGNS SHOWN HERE ARE BASED ON A SOIL BEARING VALUE OF 2,500 P.S.F. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL DRAINED NON -EXPANSIVE SOILS. SOILS SHALL BE COMPACTED TO 95 MIN. OF MODIFIED PROCTOR TEST, A CERTIFIED SOILS ENGINEER SHALL CONDUCT ON SITE BORINGS AT LOCATIONS SPECIFIED BY THE STRUCTURAL ENGIN ER THE SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATIONRECOMMENDATIONS SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTING SHOWN HERE ARE NOT SATISFACTORY, THE STRUCTURAL ENGINEER iND ENGINEER SHALL BE CONTACTED IMMEDIATELY FOR NEW DESIGNS. ' 3, CONTRACTOR TO VERIFY SOIL DENSITY AS PER GEO-TECHiIICAL ENGINEERING SOG. PRIOR TO CONCRETE PLACEMENT. 4. ALL REBAR TO HAVE A MIN LAP (48z BAR DIA) AT ALL J INTS AND CORNERS 5.INDICATES OA A 2x 2x LOAD RING 6 IOR 8 STUD WA A7 16" .C. tY WALL � P. UN.O. REFER TO TYP DETAIL. 6. MINIMUM FOOTING PENETRATION. EXTEND 50TTOM OF ALL FOUNDATIONS. AT PERIMETER OF BUILDING 12" MINIMUM BELOW FINISHED GRADE 7. CONCRETE STRENGTH. MINIMUM CONCRETE STRENGTH FOR ALL SLABS PATIOS, AND FOUNDATIONS SHALL BE MINIMUM 3000 PSI AFTER 26 DAYS. PROVIDE TEST REPORTS ON EACH BUILDING FOR THE OWNER'S RECORD AND ACCESSIBLE TO THE ENGINEER ' 6. EXPANSION JOINT.' PROVIDE 1/2" THICK x 4" WIDE SITU INOUS EXPANSION JOINT MATERIAL AT ALL SURFACES WHERE EXIST'G SL BS ABUT TO NEW SLABS. S. PATIO SLABS. PROVIDE 4 THICK CONCRETE SLABS REINFORCED WITH 6X6 I0/10 WELDED MESH. PLACE SLABS OVER TERMITE TREATED, WELL COMPACTED SOIL AND 6-MIL VISQUEEN VAPOR BARRIER SLOPE PATIO SLABS'AWAY FROM BUILDING. 10, SLAB FINISH. PROVIDE STEEL TROWEL FINISH ALL INTERIOR SLAB AREAS INCLUDING GARAGES. CREATE BROOM FINISH TEXTURE FOR ALL EXTERIOR VERIFY ALL MASONRY OFENINGS SLABS. WITHI ' I ' I II. ALL CONCRETE BEAMS (P.C. LINTELS) BY CASTCRETE OR EQUAL, WITH WINDOW AND DOOR MANUF• 12. VERIFY ALL WALL OPENINGS WITH WINDOW AND DOOR MANUFACTURERS EXACT SIZES. SPECIFICATIONS. 13. PROVIDE RECESSES IN SLAB AS REQUIRED FOR ALL EXTERIOR DOORS VERIFY RECESS WITH MANUFACTURER) IS'-0" 121 /D o o WN 'VACK LL 61 3-0 WI.C. WIG, 3068 BF 3068 PK7 DR n BATH 8'-0" CLG. 7 4.1 ' 3068 PKT DR 3065 O 3'-4" 3. 3.1 � O 3068 PKT DR BUILT IN LINEN CLO ® _ 0 BE D RM 2 CLG. BEDRM REF O Q 4� KITCHEN CLG. 0 ' ' 1 7- Lx ® m ® �9 r N 9 m 10 m COVERS 3' 6. ENTRY N EM.EGRESS GREAT RM m 0 I � DOOR SCHEDULE - QUANTITY I GODS T'i'PE M.O. SIZES NOTES I I IPIR3068 SWING 74" X 80' FRENCH DOORS (I.R) WINDOW SCHEDULE - 5,46ED ON !FGT SIZES QUANTITY CODE TYFE M.O. SIZES' NOTES A 4 4053 S.N.' 45% X 63" IMPACT RESISTANT B 4 25 S.H. I 373i4" X 63" EGRESS AT BEDROOMS (I:R) C 1 23 S.H. 1 3734" X 383is'I TEMP. OBSCURE (I.R.) GENERAL NOTES: NOTE: DO NOT SCALE DRAWINGS U-t FIGURED DIMENSIONS ONLY I. ALL WORK SHALL COMPLY WITH 2O17 FLORIDA RESIDENTIAL BUILDING CODE AS ADOPTED BY THE LOCAL COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2, VERIFY ALL DIMENSIONS AND EXISTING/ NEW CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER IN WRITING IMMEDIATELY PRIOR TO ANY WORK FOR REVISION AS REQUIRED. ENGINEER TAKES NO RESPONSIBILITY FOR CONTRACTORS OR SUB -CONTRACTORS NOT REPORTING DISCREPANCIES PRIOR TO l•/lA1GT011ITT�w1 c Ste ELECTRICAL PLAN FOR ALL C✓=nlFa_AL ELECT T['QL NOTES) ' 3. EXTERIOR WALLS TO BE NOMINAL 8" MASONRY CONSTRUCTION w/"x2"P.T. FURRING STRIPS AT MAX. *O.C. FOR CMU CONSTRUCTION 4. EXTERIOR WOOD WALLS TO BE NOMINAL 2x6 OR 2x8 P.T. WOOD FRAMING AT 16" O.G. 5, INTERIOR (NON -LOAD BEARING WALLS TO BE 3%" x 25 GA METAL STUDS AT 16" O.C. UNLESS NOTED OTHERWISE, 6. ALL WOOD FRAMING IN CONTACT WITH CONCRETE SHALL BE SEPARATED WITH A MIN. 15# FELT OR BE PRESSURE TREATED WOOD (PT.) 7. ALL CBS WALLS TO RECEIVE APPROVED R-42 (MIN.) INSULATION (PROVIDE R-5 IF UNDER 600 S.F. ADDITION). WOOD WALLS TO RECEIVE R-11 (MIN.) BATT INSULATION AND ALL ATTIC SPACES TO RECEIVE R-30 (MIN.) BATT INSULATION FOR ALL CONDITIONED SPACES. CONTRACTOR TO VERIFY WITH ENERGY CODE CALCS. 8. WINDOWS TO BE ALUMINUM FRAME PG.T. (UNLESS NOTED OTHERWISE) WITH TINTED GLASS INSTALL PER MANUFACTURERS RECOMMENDED INSTALLATION INSTRUCTIONS AND ALL LOCAL CODES. 9. CAULK AND SEAL ALL WINDOWS AND POOR OPENINGS. SEAL JOINTS BETWEEN DISSIMILAR MATERIALS AS REQUIRED. 10. WET AREA WALLS (TUB AND SHOWER AREAS) TO HAVE 1/2": MR. DRYWALL OR EQUAL IL 1'2" 0 CARRIAGE BOLTS SHALL BE USED IN LIEU OF, NAILS IN 'SIMPSON' POST GAPS 4 BASES, 12. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING ENERGY CODE AND IF APPLICABLE, BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE 13. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION. THE ENGINEER'S PERIODIC VISITS TO THE SITE SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY AND HE/SHE ALONE SHALL BE HELD LIABLE FOR ANY AND ALL LITIGATION ARISING FROM INJURY. 14. ALL BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE' THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE EQUIPMENT OR MATERIALS REQUIRED, OR FOR DIFFICULTIES OF A BID WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED, 15. ALL WORK TO BE IN COMPLETE WORKING ORDER, IN PLACE, AND READY FOR USE. 16,.. CONTRACTOR SHALL PROVIDE ENGINEER WITH SHOP DRAWINGS FOR ALL ITEMS THAT REQUIRE FABRICATION. 17, THE CONTRACTOR OR OWNER IS RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURAL AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION, Ia. ALL DEBRIS/ TRASH TO BE REMOVED FROM JOB SITE AT CONTRACTORS EXPENSE. 19. CONTRACTOR TO SUBMIT PRODUCT APPROVALS FOR - WINDOWS, DOORS, ROOF MATERIAL, CONE: LINTELS, SHUTTERS, ETC. TO ENGINEER FOR APPROVAL. GENERAL WALL LEGEND NEW 8" CMU WALL W/ FILLED CELL AT 48 O.C. (24 O.G. FOR 2 STORY) W/ 1-#F, FILLED SOLID. PROVIDE 2 LAYERS 5/5" STUCCO @ PAINT (COLOR SELECTED BY OWNER INTERIOR TO RECEIVE I" FURRING STRIPS AT 16" O.C. W/ R-42 FOIL BACKED, INSULATION AND 1/2" DRYWALL FINISHED AND PAINTED 3 %" x 25 GAGE METAL STUDS INTERIOR WALL AT 16 O.C. W/ 1/2 DRYWALL AT EACH SIDE, FINISHED AND PAINTED, COLOR BY OWNER PROJECT DATA: &aUARE FOOTAGE - LIVING AREA 1,065 SQ. FT. COVERED ENTRY 123 60, FT. UNDERNEW TOTAL DESIGN PARAMETERS:'188 SQ. FT. F.B.C. 2017 RESIDENTIAL ASCE 7-10 BASIC WIND SPEED 7 H 3 G. T VU / 132 MPH VAS BASIC WIND VELOCITY PRESSURE: 32,1 PSF WIND EXPOSURE CLASSIFICATION C' RISK CATEGORY 2 OCCUPANCY USE/ TYPE: SINGLE FAMILY DWELLING - R3 DETACHED ACCESSORY DWELLING STRUCTURE CONSTRUCTION TYPE: VB # OF STORIES: I DESIGN AS: I. ENCLOSED x MEAN ROOF HEIGHT - t3O' MAX. TOTAL ROOF LIVE LOAD - 30P9F TOTAL ROOF DEAD LOAD - 17 PSF BOTTOM CHORD DEAD LOAD - 10 PSF MIN. SOIL BEARING PRESSURE - 2500 PSF CODES FOR REFERENCE 2017 FLORIDA BUILDING CODE RESIDENTIAL 2017 FLORIDA MECHANICAL $ PLUMBING CODE 2014 NFPA (NEC) 2017 NFPA-72 (ALL LOCAL AND STATE AMENDMENTS)` This document has been digitally signed by Richard $oyette, FL PE 42485 on 6/30/2020 using an SHA-1 authentication code: Printed copies of this document are not considered g I i s ned and sealed and the SH - A 1 Saint Lucie uil t • _L. B ding Department Pro�Iuct Approval Submittal Affidavit Permit # Bullding 7259 S. INDIAN RIVER DRIVE, i Contractor: Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows H Skylights FL # or Miami -Dade Product: Model # .Manufacturer . Glass Description.. Attache-ment Method Type, Size. Spacing & Embedment Building Design Pressure Product Design .Pressure FL-15180.4 EXT. DOOR Series N Plast Pro IMPACT 1/4"0 X 21i2" tapcon 4' o,c. min. Ii4" embed. •36.1/ -473 +50,0/ - 50.0 16-0714.06 WINDOW SH-700 PGT IMPACT a''4 X 21is" capon 12" oc, min. 13/4" embed. +37.8/ -50/0 Product Model # Manufacturer Attache-ment Method Type, Size Spacing, Embedment 8 Stiffener etc. Bulldin gn Pr re Product gn P re Mulllone MULLION PGT IMPACT PER MANUFACTURERS INSTALLATION INSTRCUTION 17-09>30.01 Clipped Extruded ROOF ASPHALT SHINGLE ROOF Siding Soffit Hurricane Panels less than 6' span Gauge of steel Hurricane Panels 6' span or more Gauge of steel authentication code must be verified on any electronic copies. Digitally signed by RICHARD 0 RICH BOYETTE U DN: r-US, o=RICK BOYETTE CONSULTING INC oIrA01427E0000016A79188A2 406000$D4cn=RICHARD 0 BOY „,.� BOYETTE Date:2020.06.30 22:33:22-04'00' # I REVISION DATES BY RICK BOYETTE CONSULTING INC. COA #9707 RICHARD BOYETTE FL PE #42485 4031 COCONUT BLVD ROYAL PALM BCH., FL 33411 561-790-5766 DATE: U F� O a p. U 00 00 � o U Q ac b � �0 O o N - O � o CIA �o 5' 0. d� a a Ho z C II 3 QN, U UN o Q G 0 g GiENER4L ROOF NOTES: I. TRUSS MAUFACTURER TO SPECIFY ALL TEMPORARY PERMENANT TRUSS BRACING 2. OR LTA I W/02) 106 X.11j2" UPLIFT CAP 14204# LATERAL FI-485# F2 1425# PA #1423 3. ATR - ALL THREAD ROD EPDXIED SOLID INTO CONCRETE 12" MIN. FOR Net" MIN. FOR 3/4" 4 7/s" W/ SIMPSON "SET" EPDXY 4. FI PARALLEL TO TRUSS 5. F2 PERPENDICULAR TO TRUSS 6. TRUSS STRAPS NOT SPECIFIED ARE TO BE TYPE ( MASONRY @. WOOD 7. UPLIFT NOT SHOWN ARE < 500# 8. ALLOWABLE UPLIFT FOR DOUBLE HETAI6/HETALI6/LTAI STRAPS IS 2500# FOR 2 PLY (USE 16d NAILS) TRUSSES 2035# FOR (I PLY) W/ 10d X 11/2" (OR ADD 2x4 SPACER 12" LONG TO TRUSS - (a) 16d) S. ACTUAL LATERAL WIND LOADS FOR TRUSS CONNECTIONS ARE LESS THAN 200# PERPENDICULAR/ PARALLEL T OWALL THE RATIO OF ACTUAL VS ALLOWABLE COMBINED UPLIFT AND PARALLEL/ PERPENDICULAR LATERAL < 10' 10. ALLOWABLE UPLIFT OF EMBEDED STRAPS IS NOT BASED IS NOT BASED ON ALLOWABLE STEEL STRESS 33 o INCREASE II. ALLOWABLE LOADS ARE PER 2018 SIMPSON CATALOG I I I I I I I I I I I I [ (7) loci x 1112" 1900# 2 x� 1900# 2 x 2 ® I ATTIC I, ACCESS 8=940PLF -- - ------------- -- — -- i — ------ -- U = 564 PLF ® B = 940 PLF U = 564 PLF -- - — -- — -- LONG TAPCONS I I I L PLAN OR TITEN SCREWS --a--�-------------------- -- -- -- �-�-- RETROFIT STRAP (FOR MISSED LOCATIONS) --fi-1--- - — -- — -- — -- — -- -- -- -- -- — -- — -- — -- — 1 -- 8 B S40 PLF ® —� B = 1340 PLF U - 564 PLF ® U = 564 PLF " -- -- -------------- ----- ------------ PRE ENGINEERED/ MANUR WOOD TRUSSES AT 24" O.C. II � ®� I I r T r II � � I� � I I I � IL_ 71 rz < ( I I I I I I I I I I I I I I I f I I O 3 qy Im°<e s 3 A = 3 FT H < 60 PLYWOOD SHEATHING NAILING SCHEDULE ROOF NAIL SIZE NAIL SPACING ZONE PRESSURES ad 4" AT EDGES, 6" AT INTERMEDIATE SUPPORTS ROOF Q - 39.1 PSF ad 4" AT EDGES, 6" AT INTERMEDIATE SUPPORTS ROOF 20 - 680 PSP ad 4" AT EDGES, 4" AT INTERMEDIATE SUPPORTS ROOF Q - ioofo PSF II - - -------------------------- — ----- --a-� -- B = 846 PLF U = 564 PLF — —� 1600# n2600# O � n i ROOF/ FRAMING/ LINTEL PLAN ALL LINTELS ARE SFI6-05/IT EXCEPT AS NOTED SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS UPLIFTS NOT SHOWN ARE < 500# LINTEL DEPTH MAY BE INCREASED WITHOUT COMMENT �$ F 16 LINTEL LOADS NOT SHOWN ARE < 300 PLF BEARING/ UPLIFT 8U 12 '�, O • t1' 2 «,. SAFE LOAD TABLE FOR CAST-CRETE * NIGk-5TRENC3TN 4 +` PREC,4ST fi RESTRESSED J LINTELS WITH BOND SEAM " 6F32 OF28 8F24 8F20 TYPE DESIGNATION F = FILLED W/ 3000 psi GROUT FFU = UNFILLED QUANTITY OF # 5 REBAR AT I5TM. OF LINTEL CAVITY NOMINAL WIDTH--j I I— QUANTITY OF # 5 REBAR NOMINAL HEIGHT— AT TOP # 5 REBAR AT TOP Q MIN. (1) REQUIRED. U Z w 4 d GROUT OF LINTEL CAVITY ri 14�1KTs��Y1r1�ti'I S•'t=Tolol!' lc7F-T"��►6tora7oYi%'�M'Yl=)♦ - �1�7=i��i1i>_�•l,'aMMz1r_ i]Yli�tfr�Yi�t�7olS:1•i1-�'id� lYYYl Nyf/5 1 ♦�"illy 0 0 lrolrb.1•-P�1-���e1L��L%Sf1• ®lf w3K'-! K�0VA Ci=� r r _ i ib Allol=ice ]• ' - -- - � ®tL'-1-��L4r� o o •sr� • o <Solo��l-7r��!i Tim lfsY>• r. �-7Cd� - • a II 12 13 15 17 21 Cwsisern SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-IT 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8F6-2T SF12-2T 8F76-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10"(34") PRECAST 1972 3173 4460 5747 7034 - 8321 9608 1972 3173 4460 '"5747 7034 8321 9608 3'-6" (42").PRECAST 1569 2524 3547 4569 5591 R13 7636 1569 '2524 3547. 4569 5591 6613 7636 4'-0" (48'). PRECAST ' 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853. 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 - 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10"(70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78') PRECAST 835 I, 1340 1880 2419 - 2959 3498 4038 835 1340 1 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727(u) 1021 16341 2102(,,) 2571(,o) 3039po). 3508s) 747 1166 1634 2102 2571 3039 3508 9'-4" (112"). PRECAST 591 680 _ 1133 t 1471(a) 1811(, 2152 1e 2494 ,9 591'' 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 is 11850 1458 f 1732( 2007 io) 530 '686 1183 1526 1865 2204 2544 11'-4"(136") PRECAST 474 485 798(19 1034 t 1272p� 1510, 1749(t5 494 59s 1028 1422 1738 2053 2369 12'-0"(144") PRECAST 470 (s)l 441 723(1) 936 (1 1151(10 1366.15) 15821 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 , 373 606 (q 783 14) 962 u) 1141(14) 1321 14 428 '(455 770 1145 1444 1718 1993 14'-0"(168") PRECAST 3841 346 55904 723 U4) 887 (u)1 0520y (1411 410 420 709 1050 1 1434 a 1694 (s 1954 m 14'-8" (176") PRESTRESSED 211 111 519 (,a) 671 (13) 823 (iij 976 04 1129(14) 246 390 655 968 1324 m 16250p 1874 it 15'-4" (184") PRESTRESSED 224. 302- 485 It 626 (13) 767 In 909 (13 1052 to) 230 '. 364 609 897 1224 (B) 1562(t4 1801 p4) 17'-4" (208") PRESTRESSED 187 255 404 (1 520 l 637 (,4 754 fid 872. 0!4 192 303 500 732 993 W 1268 14 1470(, 19'-4" (232") PRESTRESSED ' 162 222 347 11 446 1, 546(, 6" 746 00 166 261 424 616 831 ( 1057 ,4 1225(, 21'-4" (256") PRESTRESSED 142 198 306 „ 393 „ 480 (11) 567 (1,) 654 (;1) 142 230 369 531 713 to 903 (14 1046 (m) 22'-0- (264") PRESTRESSED 137 192 295 (to) 378 11 461 (to) 545 111 629 137 221 354 508 681 m 861 (3) 997 (,a 24'-0- (288") PRESTRESSED 124 i75 267 (to) 341 Lj0j 416 lg 491 10) 566 (,o) 124 200 316 450 600 756 12) 875 (iA (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SIMPSON MT$MI6 - CAP 860# UPLIFT NO SCALE 235# FI '30# F2 This document has been digitally signed by Richard Boyette, Fl,PE 42485 on 6/30/2020 using an SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. Digitally signed by RICHARD 0 BOYETTE , DN: c=US, o=RICK BOYETTE 'CONSULTING INC, T'T'E 000 BD4?cn ORICHARD O BO ETTE Date: 2020.06.30 22:33:38-04'00' CONNECTOR SCHEDULE CCENERAL� # CONNECTOR/DEVICE CONNECTOR ALLOWABLE NAILS - QTY 4 SIZE PER LOAD VALUES CONNECTION (10d NAILS O •(5) 10d X 1112" NAILS ARE ILi" LONG FOR FI F2 TYP. OF CONNECTION IN SEAT UPLIFT LATERAL LATERAL SINGLE MEMBER TRU°w°. �APoCS FLORIDA LOAD LOAD PRODUCT ( # OF CONNECTORS) PARALLEL PERPEND BOLTS - QTY 4 SIZE APPROVAL. TO ®TAM TO BEAM PER CONNECTION MASONTYPICAL (SEERUSS R MASONRY (SEE TRUSS J SIMPSON HETA 12 1520# 3400 725# 7 - JOd x 14" NAILS FL#II4732 LAYOUT FOR UPLIFT) 2 51MP60N HETA 16 1,810# 3400 725# 9 - 1Od x I'h' NAILS FL#II4732 C3SIMPSON HHETA 20 2235# 340# 815# W/ TSS2 PLATE (EACH SxTRAP)LS FL#II4732 4 SIMPSON MGT 3966# ------- ------ 22-1Od x1 !Lb %"m x IV. ATR N FL#II4732 MIN V EMBED 5 SIMPSON DETAL 20 2,480# 2000# 1370#. IS - 10d x Its' NAILS FOR TRUSSES RE'Q 2 STRAPS FL#11473.10 18 - 16d NAILS TO 6 SIMPSON HTT 4 4235# ______ ______ STUD FL %"xl0" ALL -THREAD EPDXY IN CONCRETE 7 9000# , 18-8D8 1/4"/3" 4 1 PLY SIMP50N FGTR _______ _______ 5" TITEN FL#II4732 9p00# 36-S 36-SD5 114k3" 8 2 PLY 4-W'x5' TITEN .. $ 16 •10d EACH GIRDER CAP. • 1,000# FL#10456A SIMPSON HGT 2 10,980# W/ 2-%"xl2' ATR TO EACH. CONCRETE. 1 4940# 16 5D5 14 x 3 2 PLY MIN. 9 SIMP50N VGT 2 7185# 32 9DS 114" x 3' 2 PLY MM FL#11470 3 Saw# 32 SOS W" x 3" 3 PLY. MIN. 10 SIMPSON LGT 2 2150# 16- 16d SINKERS GIRDER (2 PLY ) 7-1r4" x 2114" TITENS WALL FL#11470 p SIMPSON LGT 9-5D525 3285# 12-y"x3" SDS GIRDER (3 PLY) 4-4(s" x.V TITENS HD WALL FL#11470 TRUSS TO WOOD 2 SIMPSON NCR: 4 8D #9 x 2'h" SCREUS SUPPORTING FL#IO861 < TO 4:12 PITCH 330 3 SD #9 x 2U2" SCREWS VALLEY TRUSS 4,12 TO 12:12 PITCH 430# _DOWNLOAD 655#. 13 SIMPSON HIOA 1140# 585# 285# 9 - 10d x Ns" NAILS RAFTER FL#10446.7 ' 9-10dx1"NA[ S ki L A PLATE 14 SIMPSON TS TOO 930# 14 - Ibd x It}" NAILS T922 1215# 15- 16d x Ph" NAILS S SIMPSON MSTA 24,. 16100 Is- 10dxlt}" FL#10852 FL "FLOOR 16 91MP90N2x6 28 11654 FL 865# RF 1070# 6-10d NAILS CARRIED FL#10655 W • ROOF .LU9 2x8 1165# FL 1100# � 1255# 410d NA[L9 CARRYING Yi SIMPSON HUS 28 2x6 116S# FL 2950# RF II65# 8-16d NAILS CARRIED FL#10655 2x8 1550# FL 3780# RF 407 22-16d NAILS CARRYING e SIMPSON LU9 210 1165# FL 1445# RF 1795# 5-I0d NAILS CARRYING FL#I0655 4.10d NAILS CARRIED 9 SIMPSON HU9210 3000# FL 4105# RF 44504 30-16dNAILS CARRYING F010655 10-16d NAILS CARRIED - 20 SIMPSON PC PC44 700# 928# 070# 4-16d NAILS` - POST FL#10860 PC66 6-16d NAILS - BEAM 21 SIMPSON AMU 2200# 3 FL 585# 385 12-Ibd NAILS POST . FL#10849 ABJ66 64Y x 4" EMBED . ■ RICK BOYETTE CONSULTING INC. CoA #9707 RICHARD BOYETTE FL PE #42485 4031 COCONUT BLVD ROYAL PALM BCH., FL 33411 561-790-5766 DATE: H O c o U Q 00 won o bA U Cd L. C r o�n. _ U. `V q D E o �o di o Va— U ..x N 0 o Q� Q II FO QN U= UN C A a. • FILLED CELLS AT JAMB (TYP.) • Ix4 P.T. WOOD CEMENTIOU5 .A i BLOCKING ALL FINISH l3) SIDES A WOOD TRIM CORNER BEAD (TYP) 15RICK MOULD 2x8 P.T. WOOD BUCK ANCHORED TO MASONRY W/1/4" DIA. TAPCONS AT DOOR 3" FROM END AND 6" O.C. (PER SCHED) - STAGGERED PROVIDE A MIN.CONIC. EMBEDMENT OF 1 3/4" ANCHOR DOOR JAMB TO BUCK W/#10 FLATHEAD NON CORK WD. SCREWS 2" LG. AT EACH HINGE. SEE PRODUCT APPROVAL. 1/ 3.1 EXT. DOOR HEAD JAMB NO SCALE NO SCALE 5/V' DRYWALL DOOR THRESHOLF SET IN BED OF CAULIG @ - WOOD BLOCKING #8SxEInpSCREWS U/ FINISHED WOOD AT IV, O/C PERIMETER CAULKING FLOOR COVERING CONC. FLOOR SLAB PERIMETER CAULKING STUCCO FINISH B SE BELO WOOD TRIM 2/ 3.1 EXT. DOOR SILL JAMB 3/ 3.1 POCKET DR CEMENTIOUS .4 FINISH FILLED CELLS ° AT JAMB (TYP'.) I X 4 P.T. M. SLOGGING CORNER BEAD (TYP) ALL (4) SIDES CONT. CONT. SEALANT CORNER BEAD IMPACT RESISTANT I X 3 P.T. ALUMINUM FRAME WOOD BLOCKING IMPACT RESISTANT GOAT. SEALANT GLAZING SHIM SPACE ANCHOR WINDOW TO BUCK W/ 1/4" DIA. TAPCON x 2 3/4" AT ALL PRE DRILLED. LOCATIONS SPACING NOT TO EXCEED 18" O.C. EMBED 1 1/4" INTO. GONG. OR MASONRY. SEE PRODUCT. APPROVALS' FOR REQUIREMENTS. -4/ 3.1 T`1=. WINE:)CLU JAMB DETAIL NO SCALE COMPONENT AND CLADDING PRESSURE ZONES PER TABLE R3012(2) 2017 FBC RES. 8 PARAGRAPH R301.7.1.7 CORNER DISTANCE; A. 4 FEET IN ALL CASES SUFS ZONES � .Is 770 MPH VASO • 132 MPH INTERIOR ZONE I.D. EFFECTIVE WIND AREA MEET) SO. IA UP TO 2 +37.8/ -41.0 IB 20-50s.f. +36.1/ -393 51-100s.f. +33.9/ -37.1 v' ID 100 + S.F.+32.1/ -353 EXTERIOR ZONE WALLi$ . LD. EFFIECTI WIND AREA (FEET) S%a EA UP TO 2 +37.8/ -50b 20-50s.f. +36.1/ -473 EC 51-1006S. +33.9/ -42.7 ED 100 + PER TABLE R3012(2), R3012J3, R30I2(4) d FW R3012(4) PARA R301217 PROVIDE NEW ROOFING MATERIAL TO MATCH EXISTING SIDENCE VERIFY W OWNER AFF. TOP OF BEAM 12 5 TO CONST. MATCH EXISTING RESIDENCE SLOPE F. 70P OF WINDOWS/ DOORS O'-0" FINISHED FLOOR NEW STUCCO ¢ PAINT TO MATCH IA EXIST'G IA EB At—\ V- ' AFF. J10-0" FINISHED FLOOR _ TOP OF BEAM SOUTH ELEVATION EAST ELEVATION 12 r.ir. r P` IF,TO CONST, MATCH EXISTING RESIDENCE SLOPE Digitally signed by RICHARD 0 RICHARD ` BOYETTE DN: c=US, o—RICK BOYETTE -CONSULTING INC, ,.i' 400004BIP4E000RICHARD08A2 `„ BOYETTE Date: 2020.06.30 22:34:18-04'00' This document has been digitally signed by Richard Boyette, FL PE 42485 on 6/30/2020 using an SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies: CODE COMPLIANT WINDOW INSTALLATION METHOD CFBC-R-103Z) WEATHER RESTIVE BARRIER (WRB) APPLIED PRIOR TOTHE WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. STEPS 'R SHOCK NG At TH SHEATHING. © APPLY SILL PLA514ING e4 6' ) APPLY JAMB FLASHNG ® APPLY BEAD OF SEALANT AROUND THE TOP 1 2 SIDES OF THE BACK SIDE (INTERIOR SURFACE) OF WINDOW MOINI'M FLANGE. PLANGE, LEAVING (2) 2" GAPS. &MMEDIATELY INSTALL WINDOW 1) APPLY BEAD OF SEALANT ACROSS THE FACE OF MOUNTING FLANGE AT HEAD APPLY HEAD FLASHING. CUT - SECURE y ®APPLY A BEAD OF SECTION A THROUGH WINDOW JAMB 4LANT BEAD BETWEEN TINTING PLANGE AND 1SHING. R.AEAT HEAD EMENDS I' BEYOND D JAMB FLASHING. APPLY A CONT. SEAL ALONG MOUNTING. FLANGE AT THE \ HEAD. FLASHING GOES OVER \ MONNrING FLANGE. EMBED.. \ BOTTOM OF HEAD FLASHING \ AGAINST SEALANT (PLASHING GOES OVER SEALANT). i EMEND HEAD FLASHING / / I BEYOND EACH JAMB PLASHING. FASTEN IN PLACE. AFTER INSTALLATION ® A' SEAL ALL CORNERS OF © MECHANICALLY JOINED TO PRAI'iE EXTEND JAMB PLASHING _ I A I SFRAME JUNCTURE.L TO OVERLAP WILL FLASHING. EXTEND JAMB FLASHNG a V (220MM) ABOVE ROUGH OPENING AT HEAD. \ '. SEALANT . APPLY TAPE AT /" \ CORNERS TO TEMPORARILY HOLD \ / FLASHING IN PLACE UNTIL WRB IS APPLIED 'Sm4. BILL PLASHING SHIM. AND ADJUST WINDOW TO ACHIEVE 8O14RE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENED. FASTEN WINDOWS PER WINDOW MAMFACTJR-R FASTENER SPECIFICATIONS, TWEATHER RESISTANT 5ARRIER (WRB) y� I AT A 4S DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE / �I{ TOP EDGE OF THE BARRIER UP 414D TAPE THE TOP CORNED AND CENTER TO THE EXTERIOR WRB SURF -ACE ABOVE. : / INTERIOR VIEW TOP LEFT CORNER OF WINDOW 8" CMU BLOCK pan flashing am note 92 weather resistive barrier wall sheathing Prepared by BOAF First Coast Chapter NOTES: 1, flashing to be flexible self-adhesive type (min. 4" wide) 2. cover sill Ix) at least depth of window, plus 2" onto face of wrb 3. the pan shall direct water to the exterior over sill flashing 4. Install flashing around remaining wlndam unit 5. weather nnls#ve barrier to form water shedding laps 1-# I&A m -1 RICK BOYETTE CONSULTING INC. CoA #9707 RICHARD BOYETTE FL PE #42485 4031 COCONUT BLVD ROYAL PALM BCH., FL 33411 561-790-5766 DATE: U H � O O � � U q 0 t` c � � b `-R (n cr� "C3 ,� Lia. y. I ❑ —I o � � N � ~ w w O � CL N ,� O Q C40 N r'j o_ LU 1 LLJ FP r y I, III REVISION DATE BY PRE - ENG IN E E RE R This document has been digitally signed by Richa77Boyette,ROOF TRUSSES AT 24 O.C. FI, PE 42485 on 6/30/2020 using an SHA-1 authecode. Printed copies of this document are not con ROOF MATERIAL -STANDING SEAM MTL ROOF signed and sealed and the SHA-1 authentication code must be (MATCH EXISTING RESIDENCE) ON LAPPED 30# FELT " verified on any electronic copies. RICK BOYETTE CONSULTING INC. OVER 90# TIN TAGGED. TO MIN. 19/32' GD.X. SHEATHIN I/8 GAF 4T PANEL ANCHORED w/8d RING SHANK AT 4'o.ccoA #9707 . AT E D E S EDGES AND 6" O.G. IN FIELD ON PRE-ENGR'D Digitally signed by RICHARD o RICHARD BOYETTE 12 WOOD TRUSSES AT 24'o.c. p (" u /) j� R 10.. rl /"i� LJ BOYETTE ` FL PE #42485 DN: c=US, o=RICK BOYETTE 2x4 BOTTOM CHORD VERIFY EXIST CD LYWOOD CONSULTING INC, 4034 COCONUT BLVD SLOPE AND 5 ROYAL PALM BCH., FL 33411 BRACING (TYP) / oU A0147E0000016A79188A240 MATCH PRIOR X AN E L S �®l E it OOOOBD4`rn= I 561-790-5766 TO CONSTRUCTION „ R CHARD 0 BOYETTE GALV. MTL. ANCHOR STRAP iM X. 24 CJPAN) Date: 2020.06.30 22:34:38 -04'00' DATE: AT EACH TRUSS w/SIMPSON HHETA ND OR EQUAL EA. TRUSS: SEE CONNECTOR R-30 GATT INSUL SCHEDULE FOR MORE STRAP INFO. I STEEL STUD 1/2 DUROCK i ELEV. T.O. TIE BEAM CERAMIC TILE 6-0" AFF. Na" DRYWALL :,•,,, 1,, i GALV. MTL. DRIP EDGE PR v,IDE 2 X� ROUT 5F8 - BOND BEAM OR ALTERNATIVE ON P.T. ix2 ON V t / SHOWER EDGE AT CURB MATCH EXISTING KING A I ALL LINTEL OVER OPENINGS P.T. Ix8 FASCIA BL C RESIDENCE OOD 5E,4MS. WATERPROOF MEMBRANE PLit'UJ' DISTANCE 4 FROM END CERAMIC TILE #50 VERT, AT ALL COLM. GROUTED SOLID IN CELL AT 48" D.C. AND AT ALL CORNERS 2-0 O.N. I f I ,I O AND EACH SIDE OF ALL OPENINGS - N 4 L SE 4MS LU/ IOd RING I I WATERPROOF N MATCH ISTING MEMBRANE GROUT w f SEE FOUND. PLAN) RESIDEN E SN N< AT 4" O.C. EA. 1E CERAMIC TILE MORTAR BED -1 7"x22.9" ALUM. SCREEN SI E bF SE,4M. 61 MORTAR BED 2"X2 XI6GA. REINF. MINIMUM To END VENT AT 8'-0°oa: 2uX LLD, FASCIA I I I w OF MEMBRANE U p I SLOPE TO DRAIN 0 SLOPE TO DRAIN Q W/ 2) 1&6 EA. TRUss I I _ ING STRIPS ATL24 oz w/R 4.2F NSUL ~ — N PROVIDE 2 LAYERS OF �� 6/g° STUCCO ON PAPER BACKED Sd ,RING SNAN< NAILS AT /o O.C. - - -� --- ---- - --------------- METAL LATH OVER ADDITIONAL t WATER PROOFING (I LAYER OF PANEL EDGE AND •E O I5# FELT OR TYVEK WRAPPING) INT RMEDTATE SUPPORT 4" O.C. 1/4 SP�4CE AT 2"X2"XI6GA. REINF. AT CENTER OF SHOWER — � � U 06 (TYPICAL AT ALL SOFFITS, PANEL EDGES #50 w/STD. 90 HOOK w/MINb' OVER HANGS, CANTILEVERS, U Q DIAPHRAGM BOUNDARIES AND IMBED INTO FTC. w T1IN. 30" LAP AND EXPOSED WOOD BEAMS) WALL SECTION AT SHOWER SHOWER EDGE AT FLOOR l TO VERT, #50 AT ALL COLM. GROUT SOLID � o • 4 11/2 RECESS ENDS DISTANCE 8 FROM ENDS ( SEE FOUND. AN) bA F PLAN WATER STOP P z. U POURED 7/ 4.1 TYPICAL 6H40WER DETAILS SILL 2-COAT STUCCO _ d ^ q 4" cONc. sLON 8"x8"xl6" C.M.U.o E Aa SEE FOUND. PLAN) 5/ 4.1 ROOF SNEATHINC-z DETAIL 3/4' =1'-0" :L---J �a I���BLOCK RECESS "� U (11 � : ono o' ELEV. FINISH FLOOR / U rc CONCRETE LINTEL "CASTCRETE" _ SLOPE GRADE GRADUALLY e N TO' 10 FEET FROM BLDG. SEE LINTEL SCHEDULE FOR W REINFORCING AND FILLING TYP. BOND BEAM IF REQUIRED 44 SEE FOUNDATION PLAN U / C� FOR FOOTING INFO. O O I/ 4.1 TYPICAL WALL SECTION 3/4"=1'-0" V' MIN. 1, CONCRETE BLOCK WALL 2"x 4" BRIDGING 0 R-30INSULATION i GROUT -FILLED CELLS - J 3000 PSI (TYPICAL) COLUMN STEEL fSEE PLAN) lJ l I 5/8" DRYWALL 4 I I j 1 i 2"x 4' TOP PLATE Ito ro 4 LI 11 11 4 1/2" x 4 I/2" CUT 2-16 d AT ea. TRUSS. w} i 1 I i I MASONRY INSPECTION m I I 1 I 4 GLEAN -OUT HOLE 0 LUg 11 11 1 (T-47 BLOCKS) ALTERNATIVE: LL 5 ' a x 25 GAGE META I L STUDS D N LIEU I OF 2x4 WOOD STUDS I O ST D WEL O i MATCH VERT. Uj 8" MIN. I/2" DRYWALL LU 2/ - - 0 4.1 TY IGA MASON �' FI TA 3/4 I 0 P L R C I LLED ELL DETAIL , 2« 4 WOOD sru - BOTTOM OF FOOT ER OS ro At 24 O G. r 0 V� ...: NOTE: ca (SEE FOUNDATION PLAN FOR 4 PROVIDE LINTEL BLOCK COLUMN LOCATIONS AND 2'x 4" P.T. PLATE z OR POUR SOLID 8' DEEP (TYPICAL REINFORCING) 12' -#5 CONT. EA. WINDOW SILL) CN HILTI 11/2' PIN z 3" MIN. GLR NOTE: THE INSTALLATION OF A " GLAZING PRO TECTION EGTION - AT 12 O.C. MAX.. DEVICES HAS BEEN CONSIDERED IN THE SHEET DESIGN OF THE SUPPORT STRUCTURE 4el 3/ 4_I STEP )OWN 4T 6N40WER / 4.1 3/4 = -0 r/ 4.1 TYPICAL WINDOW OPENING IN CMU WALL 3/4"=I'-0" S/ 4.1, NON -BEARING INTERIOR WALL 10/ 4.1 3/4"-I'-O 5 of 7 SHEETS I. A/C 3" CO At 4"d GRADE BEDRM 2n O O I 2" 3" p BEDR1"I .SHOWER CONT. TO SEPTIC 9" SYSTEM NGE HOOD 2 VTR WG i $xB o 3" 150 cfm O 8 2 KITCHEN 12><I2 „ 2x12 4 7 T IS p q 12"V A 2" i T SINK COVERED ENTRY TACK o o WH 3' VTR I w.i.G. WASHER W/ WI.C. ® . 4 A 6x6 CO AT 48" AFF. 1. BATH VIP 50 cfm 6x6 6°� VTRafm m 150 00 cfm LAV Sx16 EF-I 31 150 cfm x6 8x16 bWCO LAV 25. cfm 150 cfm . 3�1. 2" 1 2" T m BUILT I 4"o LI CLO . WGO 8"4 Sxib 200 cfm AIR CONDITIONING PLAN 1/4"=V-0" 12"4, GREAT RM 8" m A 2040 RAG ixirp 200 7 j � 200 cfm NOTE: THERE CAN BE NO OVERHANG OR 0 m OBSTRUCTIONS) TO AIR FLOW DIRECTLY ABOVE CONDENSING UNIT. CEILING STRUCTU SUPPLY AIR DUCT: SEE —► FLOOR PLAN FOR SIZE. TO BE MECHANICALLY ATTACHED TO AHU FBCR-M 1601.1.4.1.E z i N w 18' MIN. CU-1 4" X 2' X 3/16" STEEL CLIP WITH 3-#12 SELF TAPPING TEK SCREWS INTO THE UNIT AND 1/4"4 x 2/2" TAP CON INTO CONC PAD. 2 CLIP PER EACH BIDE RETURN AIR DUCT. SEE FLOOR PLAN FOR SIZE. i AHU AIR HANDLING UNIT BUILT-IN DISCONNECT REFRIGERANT LINES CONDENSATE DRAIN W/ I" S.V. INSTALL OVERFLOW PROTECTION FLOAT SWITCH PER FBCR-M 14113.1 6" MIN. SLAB TO EXTEND A MINIMUM SEE A/C PLAN FOR LINE TERMINATION OF 6" BEYOND UNIT ON ALL PROVIDE OVER FLOW PROTECTION DEVICE ON CONDENSATE SECONDARY DRAIN OVERFLOW CONNECTION SIDES. NEOPRENE VIBRATION PAD ANGLE IRON FRAME SUPPORT GRADE `— — 4—'. d ' MINIMUM 6" ABOVE GRADE FLOO RETURN AIR PLENUM BOX 6", 3000 pel, CONCRETE PAD 6X6 WWF CONTRACTOR TO LEAVE A THE AHU AND ABOVE THE 14NIT 4" PERIMETER AROUND PER CODE' CONDENSING UNIT MOUNTING DETAIL NO SCALE AHU DETAIL NO SCALE F'LL wCo IN IS G R ER NOT TO EXHAUST FAN SCHEDULE MARK AREA TIP T.S.P. DUCT MAX. MOTOR DATA CONTROLLED REMARKS SERVED SPEED CFM IN WG SIZE $ONES BY I NOTES HP RPM V/C/HZ EF-I MO #5ROA6S8 BATHROOM - 50 '601, 3110 4.0 1/12 1,140 120AI(PO SWITCH NOTES 1,2,4 TOILET RM EF-2 GROAN KITCHEN - - 190 .50° 7"0 6.5 1/12 1,140 120/1/60 SWITCH NOTES 1,2,3,4 MO # F4030231 AT TOILET RM NOTES: A/C CONTRACTOR TO FIELD VERIFY ALL NOTES BELOW AND REQUIREMENTS ARE PER CODE I. 'RPM'S INDICATED ARE APPROXIMATE. ADJUST FAN DRIVES TO ACHIEVE AIRFLOWS SPECIFIED. 2. MAINTAIN A MINIMUM CLEARANCE OF 10'-0" FROM ALL INTAKE AIR FANS AND ALL ROOF TOP UNITS OUTSIDE AIR INTAKE OPENINGS.. 3. HOOD CAN BE NON -DUCTED USING THE RECIRCULATING FILTER 4. EXHAUST FANIe) AND KITCHEN HOOD COLORS TO BE SELECTED BY OWNER LEGEND NOTE: THIS IS A SCHEMATIC DRAWING, A/C CONTRACTOR TO PROVIDE SHOP DRAWINGS. m CEILING DIFFUSER SEE DRAWING FOR DIMENSIONS, NECK SIZE, LOCATION AND DIRECTION(S) OF AIR FLOW. ® EXHAUST FAN. SEE DRAWING FOR LOCATION AND EXHAUST LOCATION 50cfm TYPICAL UNLESS INDICATED DIFFERENTLY ON PLAN, CEILING RETURN AIR GRILLE. SEE DRAWING FOR DIMENSIONS, NECK SIZE AND LOCATION. A CEILING AIR TRANSFER GRILLE. SEE DRAWING FOR DIMENSIONS, NECK SIZE AND LOCATION. OTHERMOSTAT. SEE DRAWING FOR LOCATION. ABBREVIATIONS VTR VENT TO ROOF AHU AIR HANDLING UNIT VTW VENT TO WALL_ EXF EXHAUST FAN VTRJ VENT TO ROOF JACK CFM CUBIC FEET PER MINUTE S.W. SIDE WALL GRILLE AT 6" BELOW CLG. KW KILOWATTS CU CONDENSING UNIT FLA FULL LOAD AMPS TA. TRANSFER AIR GRILLE RA RETURN AIR GRILLE GENERAL kVAC NOTES: - I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2017 FLORIDA MECHANICAL BUILDING CODE AND ALL LOCAL CODES AND ORDINANCES IN A FIRST CLASS MANNER AND ACCEPTED BY THE ENGINEER UPON COMPLETION OF THE JOB: 2. CONTRACTOR SHALL COORDINATE THE WORK WITH ALL OTHER TRADES TO AVOID ANY INTERFERENCE WITH OTHER WORK, 3. CONTRACTOR SHALL COORDINATE AND PAY (VIA THE BID) FOR ALL REQUIRED PERMITS, TESTS, INSURANCE (LIABILITY AND PROPERTY), AND INSPECTIONS. 4. DRAWINGS ARE DIAGRAMMATIC IN NATURE, SHOWING THE WORK TO BE COMPLETED. THEY ARE INTENDED TO SHOW A COMPLETE WORKING SYSTEM. ITEMS REASONABLY INFERRED AS NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM SHALL BE PROVIDED WHETHER SPECIFICALLY SHOWN OR NOT. ANY DISCREPANCIES OR OMISSIONS IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE THE BID OR THEY WILL BE CONSIDERED PART OF THE BID: 5. CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED FOR THE COMPLETION OF HIS WORK 6. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS LABELS WHERE APPLICABLE. 7. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW WORK INDICATED ON THE DRAWINGS. IF APROBLEM OR OMISSION IS ENCOUNTERED IN FOLLOWING THE DRAWINGS THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOON AS POSSIBLE IN WRITING AND CEASE WORK ON THAT PORTION OF THE WORK UNTIL THE ENGINEER HAS GIVEN NEW DIRECTIONS. 8. THE CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIM/HER SELF WITH ALL CONDITIONS INVOLVING H.VA.G. SYSTEMS AND MAKE PROVISIONS TO THE COST OF: THE BID. ALL EXISTING MECHANICAL EQUIPMENT (WHETHER SHOWN ON DRAWINGS OR NOT) TO BE VERIFIED AS EXISTING AND USABLE BY THE CONTRACTOR S. LOCATION OF ANY MECHANICAL EQUIPMENT NOT DIMENSIONED ON THE. DRAWINGS CANNOT BE SCALED FROM THE MECHANICAL DRAWINGS BUT MUST BE CONFIRMED BY THE OWNER (OR OWNERS REPRESENTATIVE) OR THE ENGINEER DRAWINGS. 10. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM THE TIME OF OCCUPANCY. ANY DEFECTS SHALL BE CORRECTED INCLUDING ANY DAMAGE TO OTHER DIVISIONS OF CONSTRUCTION WITHOUT ANY ADDITIONAL CHARGE TO THE OWNER II. COORDINATE INSTALLATION OF CONDENSATE SYSTEM WITH PLUMBING CONTRACTOR CONDENSATE SYSTEM SHALL INCLUDE AFLOAT SWITCH AND A 2' DEEP EMERGENCY PAN UNDER AIR HANDLERS. CONDENSATE TO TERMINATE AT DRY WELLS (12"DIA X 24" DEEP MIN.). OR I'-0" MINIMUM FROM EXTERIOR WALL AND SLOPE AWAY FROM EXTERIOR WALL. 12.. ALL BENDS GREATER THAN 45 DEGREES SHALL HAVE TURNING VANES. ALL EXHAUST DUCTWORK TO BE SHEETMETAL 13. CONTRACTOR SHALL PROVIDE TEST AND BALANCE REPORT 14. ALL GRILLES SHALL BE FULLY ADJUSTABLE ALUMINUM GRILLES WHITE ESP FINISH, METALAIRE OR APPROVED EQUAL. 15. PROVIDE A'PROGRAMMABLE THERMOSTAT FOR EACH AIR HANDLING UNIT. UNIT SHALL NOT HAVE ANY VISIBLE NAMEPLATES. 16. ALL NEW EQUIPMENT TRANE OR EQUAL 17. VERIFY ALL DUCT SIZE, INSULATION, WITH ENERGY CODES AND ENERGY CALCS SUPPLIED. 18. HOLD ALL WALL MOUNTED DIFFUSERS 10" BELOW INTERSECTION OF WALL/ CEILING. le. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT I CFM/SF OF VENTILATED FLOOR AREA. 20, ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR -INSULATED FLEX DUCT (SEE PLAN ALTERNATE FOR SIZE) DUCT LOCATION DRAWBAND (TYP) I" INSULATED PLENUM SOUND TRAP LAY CEILG -IN EGG CRATE : I TRANSFER AIR DUCT DETAIL (CEILING) CONDENSATE TO TERMINATE AT 12" MIN. OFF EXTERIOR WALL 6" ABOVE GRADE I- BATH VENTS VENTILATION BY 402.1 1 - DRYER VENT I - RANGE VENT C. f- H O � o � U q 00 00 q o M ^ q U c bi()� W./ 'U ' E U Uj U cd Q u. � O o 0 QcV' U� Uc Z a, #I REVISION DATEI BY TO MS LIGHTS M$ A ELECTRIC PLAN `m9 WP/ GFI METER n me ELECTRICAL 5YM OLS VL DUPLEX RECEPTACLE AT Is' APP. SWITCH SINGLE POLE • TELEPHONE OUTLET AT IV' APP. / \ 71Tl HI -HAT CL'G. MOUNTED AFI DUPLEX RC FAULT rNTERRUP'rE �yhy. T3 SWITCH THEE WAY a FLUSH IN OUTLET FLOOR ` � VAPOR PROOF ,LL B 6 DUPLEX RECEPTACLE AT BASE CI`.. $ SWITCH FOUR WAY CAT& INTERNET, CABLE MODEM AT Is"App. r 7N � -1 RECESSED WALL WASHER C VVLL DUPLEX RECEPTACLE AT e" ABv. COUNTER dam. -PR SWITCH RHEOSTAT O' SPEAKER IN CL'G. C SEMI -RECESSED WALL WASHER �GFI DUPLEX RECEPTACLE GROUND FAULT Q Y'p SWITCH DIM'IER S'�' HARD WIRED. SMOKE ALARM INCANDESCENT LIGHT WALL MOUNTED �{ DUPLEX RECEPTACLE TOP REC. SWITCHED -VK SWITCH. KEYED ® CH„A��RO�OXIDE DETECTOR/ ALARM D WALL SCONCE wr DUPLEX RECEPTACLE WATERPROOF 0-1 DISC. SWITCH DISCONNECT T O HVAC THERMOSTAT TRACK LIGHT ®, j�UC W) DUPLEX RECEPTACLE UNDER COUNTER Q SECURITY KEY PAD T H THEWOSTAT/ HUMIOISTAT FLUORESCENT LIGHT FIXTURE OUADPLEX INCEPT. A7 IS" AFF. �. CONTROL PAD (I FOR EA. DOOR) ® EXHAUST PAN W PIER MOUNTED LIGHT FIXTURE rl1 �V DEDICATED CIRCUIT 120V QPNOR SWTCH. GAGEARAGE DOOR SENSOR BEAM : EXHAUST FAN W/ LIGHT UM EMERGENCY LIGHTS ' 0OUTLET 4,1 FOR GARAGE .DOOR OPENER --0D.B. DOOR BELL PADDLE FAN WH / OR /O LIGHT �7 J`'1�^I SECURITY, FLOOD LIGHTS M DIRECT WIRED - MOTOR o Q INTERCOM AT 60" AFF. MeS MOTION SENSOR .LIGHTS ® V. RECEPTACLE AT At 24" AFF. IN B INTERCOM BASE STATION INCANDESCENT LIGHT CL'G. MOUNTED CHANDLER 0 DUPLEX RECEPTACLE FLUSH IN FLOOR RBI 11.Y1. PRE -WIRED SATELLIITE�JAGBLE GLOBE LIGHT BREAKER-- PANEL 8 O UN TION CHIMEFIXTURE BOX LE8 KEYLESS :LIGHT n C� RRIL. METER @ DISC. LOAD CALCULATIONS AREA UNDER A/C 1065, sqft General Load: General lighting VA ea 3495va 1 Range 8000 8,000 1 Disposal 700 700 1 Refrigerator 1200 1,200 1 Washer 1500 1,500 C;ENERAL ELECTRICAL NOTES: 1. ALL WORK SHALL BE DONE' IN ACCORDANCE WITH BOTH LOCAL AND 2014 NATIONAL ELECTRICAL CODES. 2, ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN, RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DISCREPANCIES PRIOR TO INSTALLATION. 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 4. MINIMUM WIRE SIZE SHALL BE # 12 COPPER 5. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS OTHERWISE NOTED.` 6. CONNECT GROUNDING ELECTRODE CONDUCTOR TO 5/8"R x 8 GROUND ROD AND NEAREST COPPER WATER LINE (GOLD). 7. ALL 12OV. I PHASE 20A. BATHROOM, GARAGE, AND EXTERIOR RECEPTACLES, SHALL HAVE GROUND FAULT INTERRUPTER IGFI.) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (GF.L) IN LIEU OF (GF3:) BREAKER WITH SEPARATE CIRCUIT. 8. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 48" AF.F. 9, RECEPTACLES SHALL BE 15A. AND 12OV. OF THE GROUND. TYPE 16" j APP. UNLESS OTHERWISE SPECIFIED. 10. THE ELECTRICAL :CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITSi A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. 11.. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING. COORDINATE WITHTHETELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED: 12.: BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED EQUAL 13. SMOKE ALARMS SHALL BE DIRECT WIRED 12OV. UL. 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANU- FACTURER'S RECOMMENDATIONS AND LISTING: 14. ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERGURRENT DEVICES OF THR TYPE AND RATING PER MANUFACTURER NAMEPLATE SPECIFICATIONS. 15, THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID. 16. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIR- MENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS IS IN THE BID. 17. PROVIDE PRE -WIRED T.V. OUTLETS HDMI AND CATS (FOR CABLE OR ANTENNA IN ATTIC, OR SATELLITE) AS SHOWN PER CONTRACT. 18. ELECTRIC FIXTURES/TRIM AND. APPLIANCES SHALL BE U.L. APPROVED AS PER CONTRACT. IS. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT; AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER AND AS PER MANUFACTURER'S RECOMMENDATIONS. 20, OUTDOOR LANDSCAPE LIGHTING AND JUNCTION BOXES TO BE COORDINATED WITH LANDSCAPE CONSULTANT/COMPANY. (VERIFY W/OWNER) 21. STEREO PRE -WIRE, SPEAKERS, UNIT, ETC. TO BE COORDINATED WITH AUDIOVISUAL CONSULTANT/COMPANY. (VERIFY W/ OWNER) 22. ROUTE CONCRETE AS REQUIRED FOR FLOOR OUTLETS VERIFY DEPTHS W/ STRUCTURAL ENGINEER BEFORE COMMENCING (IF REQUIRED). 23. PROVIDE A NEW COMPLETE TYPEWRITTEN DIRECTORY FOR EACH PANEL. 24. DIMMERS TO BE SINGLE POLED WITH PRESET DIMMER. 25, ALL RECEPTACLE; SWITCHES, TV, PHONE, ETC. LOCATIONS ARE SUBJECT TO CHANGE IN FIELD DUE TO CODE ISSUES. ELECTRICAL CONTRACTOR MUST FOLLOW ALL CITY, COUNTY, STATE, AND NATIONAL CODES OVER DESIGNED DRAWINGS. AS BUILTS CAN BE SUPPLIED IF REQUIRED. DRAWINGS SUGGEST LAYOUT ACCORDING TO CODE AND TO BE APPROVED BY GOVERNING MUNICIPALITY DURING THE PERMITTING PROCESS. 26. ALL RECEPTACLES TO BE.6'-V O.C. FROM ALL OPENINGS, AND 12'-0" O.G. FROM RECPT. TO RECEPT., ALL RECEPT. 2' O.C. AT KITCHEN COUNTER 27. ELECTRICAL CONTRACTOR SHALL VERIFY ENGINEERS ELECTRICAL LAYOUT AND 1,Dryer 5000 5,000 CALLS. PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES IN WRITING 2 small appliance circuit 1500 3,000 1 Water Heater 4500 4500' , Sub total General Load 2795 " First 10,000' @ 100% i 10,0,00 Balance @ 40% 6,838 Total General Load 16,838,VA A/C. load @ 100% Cooling Heating #1 5,000 I Total A/Cioad % 100%: 5,000 I Total load 16,838 + 5,000 21,838 AMPS 91 PANEL BOARD SCHEDULE Bus Amp Load Description Pole Trip # # Trip Pole Load .Description Bus Amp_ A/C #Ion 3r4" 2 30 1 2 50 2 ANU (5KW HS) #8, 3r4" 5000 - 3 A 4500 WATER HEATER #10, 3r 4" 2 30 5 6 30 2 DRYER #10, 3/4' 5000 - 7 8 6000 RANGE W/ HOOD #a, 3r4' 2 50 0 10 20 1 WASHER #12, Ii2" 1500 - - - . II 12 20 1 BEDROOM#I (AFGI) #12, Ir2° 1500 SMALL APPLIANCE (GFI) #12, i2 1 20 13 14 20 1 BEDROOM #2 (AFCI) #12, Ir2" 1500 : SMALL APPLIANCE (GFI) #12, Ir2" 120 15 16 20 I BATH (GFI) #12, Ir2" 1200 REFRIGERATOR #12, r2" 1 20 17 IS 20 1 EXT. REGEP. (WP/ GFI) #12 Ir2" 700 DISP05AL (CFI) #12 2' 1 20 Ica 20 EXT. LIGHTING #12 r2" 1 20 21 22 GREAT RM (AFCI) #12,1r2' 1 20 23 24 25 26 27 28 2a 30 RATED VOLTAGE: ❑ 120/206 VERIFY 277/480 I PHASE 3 WIRE POLES: 12 20 30 42 120/240 RATED AMPS 100 ❑ 150 200 ❑ 225 400 MOUNT: SURFACE IS FLUSH FULL NEUTRAL BUS IM GROUND BUS BOLT -IN TYPE PLUG-IN TYPE FEED IS TO BE: ❑ BOTTOM in TOP MAIN LUG ONLY MAIN CIRCUIT BREAKER` AMPS All breakers must be rated to Interrupt a short circuit I5C of 10,000 amps symmetrical (Series rated with main) TA1„IPER RESISTANT RECEPTACLES PER NEC 406.12 $ FBC' RE4002.14 ARE REQUIRED IN DWELLING; UNITS IN ALL AREAS AS SPEGIFIED IN 201.4 NEC 210.52, ALL 125V, 15 � 20 AMP RECEPTACLES ELECTRICAL RISER DIAGRA" 1 00A PANEL ELECTRIC TV68 PROTECTION: EFI MODEL OSW-120/240 METER O 2' PVC CONDUIT W/ 3-#2/0 THHN GU I 1-#6 GRO. NOTE: 100A MAIN DISC. TO BE SUPPLIED W/ 10,000 A.I.C. RATING t'2VCPCONDUIT W/ UNDERGROUND 3-#2/0 THHN GU E @L GE BY #4 THWN Cu. G.E.C. CONNECTED TO THE BLDG. STEEL AND EXTENDED TO 51V' X V COPPER GRD ROD 5/6" X le GIRD ROD CONNECT TO BLDG. STEEL W/ FOOTER CLIP 4 METALLIC COLD WATER PIPE r�0 WC) HN I dam' z U E li ,il �► Z w° o PHOTOCOPYING PROHIBITED©2020 III NORTH LINE OF THE SOUTH 11.75 ACRES OF THE NORTH 24.75 ACRES F.5/811I.R. OF FRACTIONAL SECTION 7/36/41 LB 4942 �z IPA EXISTING y WELL 0 .4 NO POND OR D.F. WITHIN 100' FROM \ PROPERTY LINE (OCCUPIED) v FO N 89047'14" 1111 833.82' UND 518" I R °° �' o 252.00' — — — — — 334 31,5 2g3 2�6 _ DRIVE \ BM IS SET P.K. as g3• PAVER X=.18.27 (NAVD88) SHED W SHED CC. Z � DRIVE iJ EXI STING 510.72 25.25. a -j WELL CD 0 '� PROPANE \ O (VACANT) ® _ _ 54BSO6, 266 � 0�� 2 m m COV. Bp N`O TANK \ '^ NO WELL, POND, OR 2,•s \ O D.F. WITH IN r x� W Q PROP. 334 SQ. FT. J PAVER 100' OF PROPERTY LINE - I I I I I I I I I C V. DRIVE \ G P OP. W AREA AVAILABLE 9bl.. d CA PORT �y h O -� OF PRIMARY D.F. � m-�-r-r rt � ._ `•o 4111, ' �-;.��Aci�a =.. �1 � �� \ �i �cn T. ?Qj o CJ �s5 oo —. .�. -:.< - WALK \ O WQ 2 CP \ y M 30 36A ONE STORY `^ � \ 2 y k\ PROP. 501 SQ. FT. o CONC. a C.B.S. DWELLING 2 OF D.F. AREA ^ 36.0 O 6, 16 s ® i.. k\ 264 AVAILABLE. g J I CONIC: o : _. EA�EAG 2 O 9.4 2>3 k\ 25d OO. Asa �m �o \ NO WELL, POND OR D.F. (n� a� Q WITHIN 100' FROM ?' PROP. PROPERTY LINE 4 COV. o° SET PATIO PAVER P.K. DRIVE \ 0 I N 89047'14" W 879.43' FOUND 5/8" I.R. \ NO CAP FOUND 5/8" I.R. c x NO CAP 1 (OCCUPIED) SOUTH LINE OF THE S TH 11.75 ACRES OF THE NORTH 24.75 ACRES x 1 NO WELL, POND, OR OF FACTIONAL SECTION 7/36/41 D.F. WITHIN 100' OF PROPERTY LINE' \` MIN. SETBACK REQ, FRONT SIDES /— _ ED CNR SIDES REAR ZNG. AUG 2 0 320 TECH. ST• Lucie County, Permitting PHOTOCOPYING PROHIBITED© 2020 FOR REFERENCE ONLY NOTA VALID SURVEY UNLESS SEALED WITH MY EMBOSSED SEAL AND SIGNED BY ME, FOR REFERENCE ONLY NOT A VALID SURVEY UNLESS SEALED WITH MY EMBOSSED SEAL AND SIGNED BY ME. NOTES: LEGEND: 1. PROPERTY FALLS IN A FEMA FLOOD ZONE X PER FEMA FLOOD MAP 1211 ICO281 K EFFECTIVE 02/19/2020. A/C =AIR CONDITIONING PAD o = EXISTING ELEVATION PE; = PLAT BOOK 4750 Royal Palm LEGAL DESCRIPTION (As furnished by client) °�' TRIANGLE 2. WRITTEN DIMENSION TAKE PRECEDENT OVER SCALED DIMENSIONS. DISTANCES ARE NOT TO BE SCALED FOR CONSTRUCTION AN¢/OR �= CENTRAL ANGLE/DELTA P.O.B.P.08. =POINT OF BEGINNING Beach Boulevard DESIGN PURPOSES. =SOIL TEST SITE = PROPOSED ELEVATION P.O.C. = POINT OF COMMENCEMENT W. Palm Beach, FL 33412 a THE SOUTH 150 FEET OF THE SOUTH 300 FEET OF THE SOUTH 11.75 ACRES OF THE NORTH 24.75 ACRES OF o�- BENCHMARKSYMBOL PC=POINTOFCURVATURE Land Surveying, Inc. 581.798-3966 (phone) FRACTIONAL SECTION 7, TOWNSHIP 36 SOUTH, RANGE 41 EAST, ST. ACRE COUNTY, FLORIDA. 2 EXCEPTING, 3. FIELD MEASUREMENTS, PLAT MEASUREMENTS AND DEED MEASUREMENTS ARE CONCURRENT UNLESS OTHERWISE SPECIFICALLY ASPH =ASPHALT _ = FIRE HYDRANT P.R.M. = PERMANANT REFERENCE MONUMENT Surveying to Specification STATED ON THIS SURVEY. BM=BENCHMARi C.M. CONCRETE MONUMENT PG. =PAGE y g P 561.791-8777 (fax) HOWEVER, FROM THE ABOVE DESCRIPTION ALL RIGHTS OF WAY OF THE FLORIDA EAST COAST RAILWAY AND 4. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED AS PART OF THIS SURVEY, UNLESS SHOWN OR MADE I� =CABLE TELEVISION BOX F FOUND FO R. = PLANTER LB # 2992 triangle2992@gmall.com ROADS (C) = CALCULATED FF ' FINISH FLOOR POR. = PORCH _ NOTE OF HEREON. C.B.S. =CONCRETE BLOCK STRUCTURE �, I.R =IRON ROD PROP. PROPOSED '. 5. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP HAVE BEEN FURNISHED THIS SURVEYOR, C.L.F. =CHAIN LINK FENCE N &T.T = NA. NAIL TAG R = RADIUS CERTIFIED TO: TRACT CONTAINS 128615.21 SQUARE FEET. C.M.P. =CORRUGATED METAL PIPE P.K. = P.K. NAIL R.C.P. =REINFORCED CONCRETE PIPE EXCEPT AS SHOWN, GINGER KING C/L =CENTERLINE I.P. = IRON PIPE RAN = RIGHT OF WAY 6.ENCROACHMENTS, IF ANY ARE SHOWN HEREON. LONG.=CONCRETE H.W.F.=HOG WIRE/FIELD FENCING 5/8" I.R. = 5/8" IRON ROD AND CAP #2992 JOHNT.LANZA COV. = COVERED >, = LIGHT POLE S.F. = SQUARE FEET DERRICK GALE CONSTRUCTION 7. BEARING SHOWN HEREON REFER TO THE RECORDED PLAT AS STATED IN DESCRIPTION ABOVE. (D) = DESCRIPTION LB=LISCNSE BUREAU P.K. = PARKER-KALON NAIL AND DISK 8. ELEVATIONS, IF ANY, SHOWN HEREON REFER TO NORTH AMERICAN VERTICAL DATUM (1988) WHERE MEAN HIGH SEA LEVEL IS 0'00, D.B. =DEED BOOK I (M)= FIELD MEASUREMENT s =SET MONUMENT UNLESS OTHERWISE NOTED. D.E. = DRAINAGE EASEMENT M.H. =MANHOLE S.T. =SEPTIC TANK D.U.E = DRAINAGE AND UTILITY EASEMENT MAX. = MAXIMUM SCRN. = SCREENED 9. THIS SURVEY IS NOT TRANSFERABLE BY OWNERS AFFIDAVIT OF SURVEY OR SIMILAR INSTRUMENT. D.F. =DRAIN FIELD MONT =MONUMENT =TELEPHONE RISER BOX o�m® ENC. = ENCROACHMENT MIN. MINIMUM TYP. =TYPICAL FIELD DATE: n"i°""i SCALE; ADDRESS: 10. THIS SURVEY IS VALID IN ACCORDANCE WITH F.S. 627.7842, FOR A PERIOD OF 90 DAYS FROM THE DATE OF CERTIFICATION. NCL =ENCLOSURE N&D =NAaANDDISK U.E. = UTILITY EASEMENT MARCH 12, 2020 1"= 30' 7273 SOUTH INDIAN RIVER DR. 11. THIS SURVEY MEETS PRECISION REQUIREMENTS FOR RURAL SURVEYS. RELATIVE PRECISION IS GREATER THAN 1 FOOT IN 5000 FEET, ESMT. = EASEMENT O.D. = OUTSIDE DIAMETER C-0� = UTILITY POLE (POWER OR TELEPHONE) REvlseDSlrE cRG 031920 -- 12. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED EXIST. =EXISTING O.R.B. = OFFICIAL RECORD BOOK W = WASHER REVISED:NEWSD FENCE ITEo7o6200JH DRAWN BY: FORT PIERCE, FL. 34982 X = ELEVATION O/H = OVERHEAD UTILITY LINE W.C. = WITNESS CORNER CFC �DEFi D, IIS I�a�,S,M. C 4 S IJASID WI1 DBC MNRS ISED SEC WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. ® = ELECTRICAL PANEL = PER DIMENSION CONTROL POINT = W/OOER METER JOB ORDER NO : F.B. PG. 13. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 22260 CRG-RDW I�ISSS NOS COVERED BV PROFESSID IABICISV INSDRANCE 2a GRAPHICSCALE S S 30 LB 4942 UNITED STATES SURVEY FEET 1 inoh = 30 ft I ti O LO 0 L6 FOUND 5/8" I.R, NO CAP — — — — — — — — 3S B 3S �